The correct choice is (c) \(\frac{∂σ_z{‘}}{∂z}+γ_w\frac{∂h}{∂z}\)
Easy explanation: Since, the normal stress in y-direction in terms of effective stress is given by,
σz= σz’+γw(h-he)
differentiating partially with respect to z,
\(\frac{∂σ_z}{∂z} = \frac{∂σ_z{‘}}{∂z} +γ_w \frac{∂(h-h_e)}{∂z}\)
But since \(\frac{∂h_e}{∂z}=0,\)
∴ \(\frac{∂σ_z}{∂z} = \frac{∂σ_z{‘}}{∂z} +γ_w \frac{∂h}{∂z}.\)